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单层石墨烯的压缩行为。

Compression behavior of single-layer graphenes.

机构信息

Institute of Chemical Engineering and High Temperature Chemical Processes, Foundation of Research and Technology-Hellas (FORTH/ICE-HT), Patras, Greece.

出版信息

ACS Nano. 2010 Jun 22;4(6):3131-8. doi: 10.1021/nn100454w.

Abstract

Central to most applications involving monolayer graphenes is its mechanical response under various stress states. To date most of the work reported is of theoretical nature and refers to tension and compression loading of model graphenes. Most of the experimental work is indeed limited to the bending of single flakes in air and the stretching of flakes up to typically approximately 1% using plastic substrates. Recently we have shown that by employing a cantilever beam we can subject single graphenes to various degrees of axial compression. Here we extend this work much further by measuring in detail both stress uptake and compression buckling strain in single flakes of different geometries. In all cases the mechanical response is monitored by simultaneous Raman measurements through the shift of either the G or 2D phonons of graphene. Despite the infinitely small thickness of the monolayers, the results show that graphenes embedded in plastic beams exhibit remarkable compression buckling strains. For large length (l)-to-width (w) ratios (> or =0.2) the buckling strain is of the order of -0.5% to -0.6%. However, for l/w < 0.2 no failure is observed for strains even higher than -1%. Calculations based on classical Euler analysis show that the buckling strain enhancement provided by the polymer lateral support is more than 6 orders of magnitude compared to that of suspended graphene in air.

摘要

对于涉及单层石墨烯的大多数应用,其在各种应力状态下的机械响应是至关重要的。迄今为止,大多数已报道的工作都是理论性质的,并且涉及到模型石墨烯的拉伸和压缩加载。大多数实验工作确实仅限于在空气中弯曲单个薄片,以及在塑料基底上拉伸至典型的约 1%。最近,我们已经表明,通过采用悬臂梁,我们可以使单个石墨烯经历不同程度的轴向压缩。在这里,我们通过详细测量不同几何形状的单个薄片的应力吸收和压缩屈曲应变,进一步扩展了这项工作。在所有情况下,机械响应都通过石墨烯的 G 或 2D 声子的位移通过同时进行的拉曼测量来监测。尽管单层的厚度无穷小,但结果表明,嵌入在塑料梁中的石墨烯表现出显著的压缩屈曲应变。对于较大的长度(l)与宽度(w)比(≥0.2),屈曲应变约为-0.5%至-0.6%。然而,对于 l/w < 0.2,即使应变高于-1%,也没有观察到失效。基于经典欧拉分析的计算表明,与空气中的悬空石墨烯相比,聚合物横向支撑提供的屈曲应变增强超过 6 个数量级。

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